LINK URBAN - Strathfield Council · shop 8-11 320 liverpool road enfield nsw 2136 client copyright this drawing remains the property of alpha engineering & development ... earthworks

ISSUE DATEREVISION AMENDMENT ISSUE

DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY

10-11-2016A ISSUED FOR COORDINATION

B

PROJECT

PROPOSED DEVELOPMENT

40-42 LOFTUS CRESCENT,

HOMEBUSHP.O.BOX 288 ENFIELD NSW 2136Phone (02) 9745 2014 Fax (02) 9745 0984

Email [email protected]

LINKURBANarchitecture

Shop 8-11 320 Liverpool Road Enfield NSW 2136

CLIENT

COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF ALPHA ENGINEERING & DEVELOPMENT

AND MAY NOT BE ALTERED IN ANY WAY WITHOUT ALPHA ENGINEERING'S WRITTEN CONSENT

Phone: (02) 9745 5202

Fax: (02) 8004 7461

Email: [email protected]

Address: 24A Burleigh St,

Burwood NSW 2134

Website: www.alphaengineering.com.au

11-11-2016B ISSUED FOR DA APPROVAL

SCHEDULE OF DRAWINGS

G1.

G2.

G3.

G4.

G6.

G7.

G8.

G9.

G5.

D1.

D2.

D3.

D4.

D5.

D6.

D7.

D8.

D9.

D10.

D11.

D12.

D13.

D14.

E1.

E2.

E3.

E4.

E5.

E6.

E7.

E8.

E9.

E10.

E11.

E12.

E13.

E14.

E15.

GENERAL NOTES

THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL DRAWINGS

AND SPECIFICATIONS AND OTHER WRITTEN INSTRUCTIONS THAT MAY BE ISSUED.

DIMENSIONS SHALL NOT BE OBTAINED BY SCALING FROM THE DRAWINGS. REFER

ARCHITECTS DRAWINGS FOR ALL DIMENSIONS.

REFER ANY DISCREPANCY TO THE ENGINEER/ARCHITECT.

MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE APPROPRIATE SAA

SPECIFICATIONS OR CODE AND WITH THE REQUIREMENTS OF THE RELEVANT LOCAL

AUTHORITY.

THE ALIGNMENT AND LEVEL OF ALL SERVICES SHOWN ARE APPROXIMATE ONLY. THE

CONTRACTOR SHALL CONFIRM THE POSITION AND LEVEL OF ALL SERVICES PRIOR TO

COMMENCEMENT OF CONSTRUCTION. ANY DAMAGE TO SERVICES SHALL BE RECTIFIED AT

THE CONTRACTORS EXPENSE.

NO WORKS ARE TO COMMENCE UNTIL THE REQUIRED TREE REMOVAL PERMITS HAVE BEEN

GRANTED BY RELEVANT LOCAL AUTHORITY, AND THE APPROPRIATE NOTICE OF INTENTION

TO COMMENCE GIVEN.

ALL SERVICES, OR CONDUITS FOR SERVICING SHALL BE INSTALLED PRIOR TO

COMMENCEMENT OF PAVEMENT CONSTRUCTION.

SUBSOIL DRAINAGE, COMPRISING 100 AGRICULTURE PIPE IN GEO-STOCKING TO BE PLACED

AS SHOWN AND AS MAY BE DIRECTED BY THE SUPERINTENDENT. SUBSOIL DRAINAGE

SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY

CONSTRUCTION SPECIFICATION.

NO WORK IS PERMITTED WITHIN ADJOINING PROPERTIES WITHOUT WRITTEN PERMISSION

FROM THE OWNERS OR RESPONSIBLE AUTHORITY.

DRAINAGE NOTES

ALL DRAINAGE OUTLET LEVELS SHALL BE CONFIRMED ON SITE, PRIOR TO CONSTRUCTION

COMMENCING.

ALL PIPES WITHIN THE PROPERTY TO BE MIN. 100 DIA UPVC @ 1% MIN. GRADE, UNO.

ALL PITS WITHIN THE PROPERTY ARE TO BE FITTED WITH "WELDLOK" OR APPROVED

EQUIVALENT GRATES:

- LIGHT DUTY FOR LANDSCAPED AREAS

- HEAVY DUTY WHERE SUBJECTED TO VEHICULAR TRAFFIC

PITS WITHIN THE PROPERTY MAY BE CONSTRUCTED AS:

1) PRECAST STORMWATER PITS

2) CAST INSITU MASS CONCRETE

3) CEMENT RENDERED 230mm BRICKWORK

SUBJECT TO THE RELEVANT LOCAL AUTHORITY CONSTRUCTION SPECIFICATION.

ENSURE ALL GRATES TO PITS ARE SET BELOW FINISHED SURFACE LEVEL WITHIN THE

PROPERTY. TOP OF PIT RL'S ARE APPROXIMATE ONLY AND MAY BE VARIED SUBJECT TO

APPROVAL OF THE ENGINEER. ALL INVERT LEVELS ARE TO BE ACHIEVED.

ANY PIPES BENEATH RELEVANT LOCAL AUTHORITY ROAD TO BE RUBBER RING JOINTED

RCP, UNO.

ALL PITS IN ROADWAYS ARE TO BE FITTED WITH HEAVY DUTY GRATES WITH LOCKING

BOLTS AND CONTINUOUS HINGE.

PROVIDE STEP IRONS TO STORMWATER PITS GREATER THAN 1200 IN DEPTH.

TRENCH BACK FILL IN ROADWAYS SHALL COMPRISE SHARP, CLEAN GRANULAR BACK FILL IN

ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY SPECIFICATION TO

NON-TRAFFICABLE AREAS TO BE COMPACTED BY RODDING AND TAMPING USING A FLAT

PLATE VIBRATOR.

WHERE A HIGH EARLY DISCHARGE (HED) PIT IS PROVIDED ALL PIPES ARE TO BE

CONNECTED TO THE HED PIT, UNO.

DOWN PIPES SHALL BE A MINIMUM OF DN100 SW GRADE UPVC OR 100X100

COLORBOND/ZINCALUME STEEL, UNO.

COLORBOND OR ZINCALUME STEEL BOX GUTTERS SHALL BE A MINIMUM OF 450 WIDE X 150

DEEP.

EAVES GUTTERS SHALL BE A MINIMUM OF 125 WIDE X 100 DEEP (OR OF EQUIVALENT AREA)

COLORBOND OR ZINCALUME STEEL, UNO.

SUBSOIL DRAINAGE SHALL BE PROVIDED TO ALL RETAINING WALLS & EMBANKMENTS, WITH

THE LINES FEEDING INTO THE STORMWATER DRAINAGE SYSTEM, UNO.

EARTHWORKS NOTES

THE EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT

GEOTECHNICAL REPORT.

THE SITE OF THE WORKS SHALL BE PREPARED BY STRIPPING ALL EXISTING TOPSOIL, FILL

AND VEGETATION.

SUBGRADE SHALL BE COMPACTED UNTIL A DRY DENSITY HAS BEEN ACHIEVED OF NOT

LESS THAN 100% OF THE STANDARD MAXIMUM DRY DENSITY WHEN TESTED IN

ACCORDANCE WITH AS 1289 TESTS E.1.1. OR E.1.2.

THE EXPOSED SUBGRADE SHOULD BE PROOF ROLLED TO DETECT ANY SOFT OR WET

AREAS WHICH SHOULD BE LOCALLY EXCAVATED AND BACK FILLED WITH SELECTED

MATERIAL.

THE BACK FILLING MATERIAL SHALL BE IMPORTED GRANULAR FILL OF LOW PLASTICITY,

PREFERABLY CRUSHED SANDSTONE, AND TO BE PLACED IN LAYERS NOT EXCEEDING 150

LOOSE THICKNESS AND COMPACTED TO 98% OF STANDARD DRY DENSITY AT A MOISTURE

CONTENT WITHIN 2% OF OPTIMUM.

SITE WORKS ARE TO BE BATTERED TO ADJACENT PROPERTY LEVELS.

STORMWATER MUST NOT BE CONCENTRATED ON TO AN ADJACENT PROPERTY.

AT NO TIME DURING OR AFTER CONSTRUCTION IS STORMWATER TO BE PONDED ON

ADJOINING PROPERTIES.

THE SITE SHALL BE GRADED AND DRAINED SO THAT STORMWATER WILL BE DIRECTED

AWAY FROM THE BUILDING PLATFORM.

STORMWATER DRAINAGE SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE

COURSE OF CONSTRUCTION. ALL STORMWATER RUNOFF SHALL BE GRADED AWAY FROM

THE SITE WORKS AND DISPOSED OF VIA SURFACE CATCHDRAINS AND STORMWATER

COLLECTION PITS.

ALL SURFACE CATCH DRAINS SHALL BE GRADED AT 1% (1 IN 100) MINIMUM. THE GROUND

SHALL GRADE AWAY FROM ANY DWELLING AT 5% (1 IN 20) FOR THE FIRST METRE THEN AT

2.5% (1 IN 40).

WHERE A CUT FILL PLATFORM IS USED THERE SHALL BE A MINIMUM BERM 1000 WIDE TO

THE PERIMETER OF THE SITE WORKS WHICH SHALL BE SUPPORTED BY BATTERS OF 3:1 IN

FILL.

ANY VERTICAL OR NEAR VERTICAL PERMANENT EXCAVATION (CUT) DEEPER THAN 600 IN

MATERIAL OTHER THAN ROCK SHALL BE ADEQUATELY RETAINED OR BATTERED AT A

MINIMUM OF 3:1.

WHERE BATTERS CANNOT BE PROVIDED TO SUPPORT THE CUT OR FILL, THEY SHALL BE

ADEQUATELY RETAINED.

RETAINING WALLS ARE TO BE CONSTRUCTED WITH ADEQUATE SUBSOIL DRAINAGE.

CONCRETE PAVEMENT

SUBGRADE SHALL BE PREPARED AS OUTLINED IN EARTHWORKS.

PROVIDE JOINTING AT MINIMUM 6000 MAX. INTERVALS OR AS OTHERWISE SPECIFIED IN THE

DRAWINGS.

CONCRETE SHALL COMPRISE A MIN. COMPRESSIVE STRENGTH OF 32MPa AT 28 DAYS IN

ACCORDANCE WITH THE RELEVANT LOCAL AUTHORITY SPECIFICATION, UNO.

ANY SUB-BASE MATERIAL SHALL BE COMPACTED AS OUTLINED IN EARTHWORKS.

CONCRETE KERB AND GUTTER SHALL COMPRISE A MINIMUM COMPRESSIVE STRENGTH OF

25MPa, UNO.

CONCRETE WORKS ARE TO BE CURED BY ONE OF THE FOLLOWING MEANS:

i) WETTING TWICE DAILY FOR THE FIRST THREE DAYS;

ii) USING AN APPROVED CURING COMPOUNDED FOR A MINIMUM OF 7 DAYS COMMENCING

IMMEDIATELY AFTER POURING.

FLEXIBLE PAVEMENT NOTES


PAVEMENT MATERIAL SHALL CONSIST OF APPROVED OR RIPPED SANDSTONE, NATURAL

GRAVEL OR FINE CRUSH ROCK AS PER THE RELEVANT COUNCIL AUTHORITY

SPECIFICATION.

PAVEMENT MATERIALS SHALL BE SPREAD IN LAYERS NOT EXCEEDING 150 AND NOT LESS 75

COMPACTED THICKNESS.

PAVEMENT MATERIALS SHALL BE SIZED AND OF A STANDARD OUTLINED IN AS1141.

CRUSHED OR RIPPED SANDSTONE SHALL BE MINUS 75 NOMINAL SIZE DERIVED FROM

SOUND, CLEAN SANDSTONE FREE FROM OVERBURDEN, CLAY SEAMS, SHALE AND OTHER

DELETERIOUS MATERIAL.

PAVEMENT MATERIALS SHALL BE COMPACTED BY SUITABLE MEANS TO SATISFY THE

FOLLOWING MINIMUM SPECIFICATIONS (AS PER AS1289.2)

DESCRIPTION MEDIUM DENSITY RATIO

SUB-BASE 98% MOD

BASE COURSE 98% MOD

ASPHALTIC CONCRETE 97% MOD

AND SUBJECT TO THE RELEVANT LOCAL AUTHORITY CONSTRUCTION SPECIFICATION.

TESTING FOR EACH LAYER SHALL BE UNDERTAKEN BY A N.A.T.A. REGISTERED

LABORATORY IN ACCORDANCE WITH AS1289, AT NOT MORE THAN 50m INTERVALS AND A

MINIMUM OF TWO PER LAYER. FURTHER FREQUENCY OF TESTING SHALL BE NO LESS THAN

THAT REQUIRED BY AS3978.

PAVED AREAS NOTES


ALL PAVERS ARE TO BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S

SPECIFICATION.

TRAFFICABLE AREAS:

SUB-BASE TO BE 150 COMPACTED THICKNESS DGS75.

SUB-BASE TO BE SUITABLY COMPACTED TO MEDIUM DENSITY 98% MOD.

SUB-BASE TO EXTEND AT LEAST 200 BEYOND PAVED SURFACE.

PAVERS TO BE 80 THICK INTERLOCKING PAVERS ON 50 SAND BEDDING.

NON TRAFFICABLE AREAS:

SUB BASE AS PER TRAFFICABLE AREAS

PAVERS TO BE 60 INTERLOCKING PAVERS ON 50 SAND BEDDING (UNO).

EROSION AND SEDIMENT NOTES

THIS PLAN TO BE READ IN CONJUNCTION WITH EROSION AND SEDIMENT CONTROL DETAILS

AS ATTACHED.

THE CONTRACTOR SHALL IMPLEMENT ALL SOIL EROSION AND SEDIMENT CONTROL

MEASURES AS NECESSARY AND TO THE SATISFACTION OF THE RELEVANT LOCAL

AUTHORITY PRIOR TO THE COMMENCEMENT OF AND DURING CONSTRUCTION. NO

DISTURBANCE TO THE SITE SHALL BE PERMITTED OTHER THAN IN THE IMMEDIATE AREA OF

THE WORKS AND NO MATERIAL SHALL BE REMOVED FROM THE SITE WITHOUT THE

RELEVANT LOCAL AUTHORITY APPROVAL. ALL EROSION AND SEDIMENT CONTROL DEVICES

TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH STANDARDS OUTLINED IN NSW

DEPARTMENT OF HOUSING'S "MANAGING URBAN STORMWATER - SOILS AND

CONSTRUCTIONS".

TOPSOIL SHALL BE STRIPPED AND STOCKPILED OUTSIDE HAZARD AREAS SUCH AS

DRAINAGE LINES. THIS TOPSOIL SHALL BE RESPREAD LATER ON AREAS TO BE

REVEGETATED AND STABILISED ONLY, (I.E. ALL FOOTPATHS, BATTERS, SITE REGARDING

AREAS, BASINS AND CATCHDRAINS). TOPSOIL SHALL NOT BE RESPREAD ON ANY OTHER

AREAS UNLESS SPECIFICALLY INSTRUCTED BY THE SUPERINTENDENT. IF THEY ARE TO

REMAIN FOR LONGER THAN ONE MONTH STOCKPILES SHALL BE PROTECTED FROM

EROSION BY COVERING THEM WITH A MULCH AND HYDROSEEDING AND, IF NECESSARY, BY

LOCATING BANKS OR DRAINS DOWNSTREAM OF A STOCKPILE TO RETARD SILT LADEN

RUNOFF.

THE CONTRACTOR SHALL REGULARLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL

DEVICES AND REMOVE ACCUMULATED SILT FROM SUCH DEVICES SUCH THAT MORE THAN

60% OF THEIR CAPACITY IS LOST. ALL THE SILT IS TO BE PLACED OUTSIDE THE LIMIT OF

WORKS. THE PERIOD FOR MAINTAINING THESE DEVICES SHALL BE AT LEAST UNTIL ALL

DISTURBED AREAS ARE REVEGETATED AND FURTHER AS MAY BE DIRECTED BY THE

SUPERINTENDENT OR COUNCIL.

LAY TURF STRIP (MIN 300 WIDE) ON 100 TOPSOIL BEHIND ALL KERB WITH 1000 LONG

RETURNS EVERY 6000 AND AROUND STRUCTURES IMMEDIATELY AFTER BACKFILLING AS

PER THE RELEVANT LOCAL AUTHORITY SPECIFICATION.

THE CONTRACTOR SHALL GRASS SEED ALL DISTURBED AREAS WITH AN APPROVED MIX AS

SOON AS PRACTICABLE AFTER COMPLETION OF EARTHWORKS AND REGRADING.

VEHICULAR TRAFFIC SHALL BE CONTROLLED DURING CONSTRUCTION CONFINING ACCESS

WHERE POSSIBLE TO NOMINATED STABILISED ACCESS POINTS.

WHEN ANY DEVICES ARE TO BE HANDED OVER TO COUNCIL THEY SHALL BE IN CLEAN AND

STABLE CONDITION.

THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL BY REGULAR WETTING DOWN (BUT

NOT SATURATING) DISTURBED AREA.

PROVIDE AND MAINTAIN SILT TRAPS AROUND ALL SURFACE INLET PITS UNTIL CATCHMENT

IS REVEGETATED OR PAVED.

REVEGETATE ALL TRENCHES IMMEDIATELY UPON COMPLETION OF BACKFILLING.

ALL DRAINAGE PIPE INLETS TO BE CAPPED UNTIL:

- DOWNPIPES CONNECTED

- PITS CONSTRUCTED AND PROTECTED WITH SILT BARRIER

C1.

C2.

C3.

C4.

C5.

C6.

F1.

F2.

F3.

F4.

F5.

F6.

F7.

A1.

A2.

A3.

A4.

B1.

B2.

B3.

B4.

B5.

B6.

B7.

B8.

B9.

B12.

B11.

B10.

COVER

GENERAL NOTES

SW06

DESCRIPTIONSHEET No

GROUND FLOOR DRAINAGE PLAN

GENERAL NOTESCOVER

SW07

BASEMENT 2 DRAINAGE PLAN

SW01

SW02

SW04

SEDIMENT AND EROSION CONTROL PLAN

CONCEPT PLAN ONLY

STORMWATER SECTIONS AND DETAILS

DESCRIPTION

DENOTE ON-SITE DETENTION TANK OR PUMP OUT TANK

DP

DENOTES DOWNPIPE

DENOTE ON-SITE DETENTION BASIN

DENOTES 100mm DIA STORMWATER

SYSTEM PIPE AT 1% MIN. GRADE U.N.O

Ø100


SYSTEM PIPE AT 1% MIN. GRADE U.N.O

Ø150


SYSTEM PIPE AT 0.5% MIN. GRADE U.N.O

Ø225

DENOTES CLEANING EYE

DENOTES AGG LINE

STORMWATER PIT - GRATED INLET

DENOTES SEDIMENT FENCE

DENOTES INSPECTION OPENING WITH

SCREW DOWN LID AT FINISH SURFACE LEVEL

NON RETURN VALVE

STORMWATER PIT - SOLID COVER

DENOTE ROUND FLOOR DRAINS

DENOTE GRATED DRAIN

DENOTE SQUARE FLOOR DRAINS

DENOTE ABSORPTION TRENCH

PROPOSED FINISH FLOOR LEVELRL 6.20

DENOTE PLANTER BOX DRAINS

DENOTE EXISTING OVERLAND FLOW PATH

DENOTE RAINWATER TANK

O/FDENOTE WATER OUTLET

SYMBOLS

INVERT LEVEL

TOP OF KERB

RL

IL

TK

REDUCED LEVEL/SURFACE LEVELL

MUSIC MODELING DETAILS & CATCHMENTS PLAN

BASEMENT 1 DRAINAGE PLANSW03

LEVEL 8 DRAINAGE PLANSW05


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134



SEDIMENT AND EROSION

CONTROL PLAN

CONCEPT PLAN ONLY

SW01

RL 13.87 (AHD)

BM SSM 96759

13,500

13,500

14,500

13,500

13,500

13,500

13,500

13,500

13,500

COMMUNAL

OPEN SPACE

ACCESSHATCH TO

OSD

RL 13,963

RL 14,412

DEEP SOIL ZONE 49 m2


7

11

5

RL 13,660

RL 13,811

RL 13,661

RL 13,510RL 14,113

RL 13,962

RL 13,812 RL 14,048

RL 14,136

RL 14,232

RL 14,143

RL 14,231

RL 14,325RL 14,320

RL 14,413

RL 14,500

6

8

9

16

15

10

14

12

17

13

6

7

8

10

11

13

15

17

4

3

8

1

2

5

7

10

6

11

12

9

14

13

16

15

17

14

2

3

1

4

16

12

9

8

BLCY

6

14

10

11

7

12

9

13

15

BREEZEWAY

BREEZEWAY

BLCY

BLCY

POS

BLCY

POS

POS

POS

POS

BLCY

BLCY

POS

POS

POS

RAMP 5.00 %RAMP 11.25 %

BIN

AMENITIES

STOCK PILERECYCLE

DISCHARGE WATER

THROUGH HAY BALES

TO PREVENT EROSION

MANUALLY ACTIVATED SUBMERSSIBLE

PUMP TO BE PLACED ON PLINTH AT

MIN 600mm FROM INVERT OF STILLING

POND. CONTRACTORS IS TO ENSURE

SEDIMENT HAS SETTLED PRIOR TO

PUMP OPERATION. SEDIMENT METRIAL

IS TO BE CLEARED REGULARLY AND

SHALL NOT AT ANY TIME REACH THE

LEVEL OF THE PUMP INTAKE.

FILTERATION UNIT

HOLDING TANK

PUMP LINE

CONSTRUCT STABLISED

TEMPORARY ENTRY/EXIT TO

COUNCIL'S REQUIREMENTS

SEDIMENT & EROSION CONTROL PLAN

1:200 @ A1

SEDIMENT FENCE

SEDIMENT FENCE

SEDIMENT FENCE

SEDIMENT FENCE


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134




CONCEPT PLAN ONLY

SW02


1:100 @ A1

ALL DRAINAGE LINES SHALL BE UPVC (CLASS SH)

STORMWATER DRAINAGE PIPE, UNO.

ALL DRAINAGE LINES SHALL BE LAID @ 1% FALL MIN, UNO.

FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO

DRAINAGE LINES TO BUILDER'S DETAIL, TYPICAL MINIMUM

EFFECTIVE EAVES GUTTER SIZE = 6700 mm²

MINIMUM EFFECTIVE EAVES GUTTER SLOPE = 1:500

THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN

USED:

DP = Ø150, UNO.

FD = FLOOR OUTLET , REFER TO DETAIL

SIP = SURFACE INLET PIT (NO LINTEL)

100Ø = Ø100 CHARGED LINE

IP = Ø150 INSPECTION POINT

RWH = RAIN WATER HEAD

RWO = RAIN WATER OUTLET (300 x 300)

FG = FLOOR GULLY Ø150

= RAINWATER SPREADER

= PROPOSED FINISHED SURFACE LEVEL

S

DP

RL 6.20

STANDARD PUMP OUT DESIGN NOTES

THE PUMP OUT SYSTEM SHALL BE DESIGNED TO BE OPERATED IN THE FOLLOWING MANNER:-

> THE PUMPS SHALL BE PROGRAMMED TO WORK ALTERNATIVELY SO AS TO ALLOW BOTH

PUMPS TO HAVE AN EQUAL OPERATION LOAD AND PUMP LIFE.

> A LOW LEVEL FLOAT SHALL BE PROVIDED TO ENSURE THAT THE MINIMUM REQUIRED WATER

LEVEL IS MAINTAINED WITHIN THE SUMP AREA OF THE BELOW GROUND TANK. IN THIS

REGARD THIS FLOAT WILL FUNCTION AS AN OFF SWITCH FOR THE PUMPS.

> A SECOND FLOAT SHALL BE PROVIDED AT A HIGHER LEVEL, APPROXIMATELY 300mm

ABOVE THE MINIMUM WATER LEVEL, WHEREBY ONE OF THE PUMPS WILL OPERATE AND

DRAIN THE TANK TO THE LEVEL OF THE LOW-LEVEL FLOAT.

> A THIRD FLOAT SHALL BE PROVIDED AT A HIGH LEVEL, WHICH IS APPROXIMATELY THE

ROOF LEVEL OF THE BELOW GROUND TANK. THIS FLOAT SHOULD START THE OTHER

PUMP THAT IS NOT OPERATING AND ACTIVATE THE ALARM.

> AN ALARM SYSTEM SHALL BE PROVIDED WITH A FLASHING STROBE LIGHT AND A PUMP

FAILURE WARNING SIGN WHICH ARE TO BE LOCATED AT THE DRIVEWAY ENTRANCE TO

THE BASEMENT LEVEL. THE ALARM SYSTEM SHALL BE PROVIDED WITH A BATTERY

BACK-UP IN CASE OF POWER FAILURE.

TYPICAL SHOTCRETE WALL DRAINAGE

NTS

2x300 WIDE

DRAINAGE STRIPS

@ 2m MAX SPACINGS

TO BE CONNECT TO AGG

LINE DRAIN TO PUMP TANK

REFER TO STRUCTURAL PLAN FOR DETAILS

PUMP DESIGN SUMMARY

CATCHMENT AREA = 65 m2 ( ALLOWED FOR DRIVEWAY )

BELOW GROUND TANK

1:100 ARI 120 MINUTE STORM = 52.2 mm/hr

VOLUME REQUIRED = 65 x 2 x 0.0522 = 6.80 m³

SEEPAGE IS ASSUMED 2.5ML/YEAR

VOLUME REQUIRED FOR SEEPAGE = (0.079x24x60x60)/1000 = 6.8m

3

(24 HOURS STORAGE)

TOTAL VOLUME IN PUMP OUT TANK = 6.8 + 6.8 = 13.6 m

3

RAINFALL INTENSITY FOR CALCULATIONS = 100 YEAR ARI

STORM DURATION 5 MINUTE = 239.9 mm/h

PUMP RATE REQUIRED = 65 x 239.9/3600 = 4.33 L/s

ADOPT TWO - SABRE KS-20 SUBMERSIBLE PUMPS OR EQUIVALENT

T

N

V

i

d

e

D

u

n

l

o

p

T

h

o

r

p

e

S

u

r

v

e

y

1

8

1

2

4

_

1

4

1

2

0

1

8,300

6,300

8,300BASEMENT 1

BASEMENT 2

SHAREDZONE

SHAREDZONE

SHAREDZONE

RESIDENTIALSTOREAGE

SHAREDZONE

SHAREDZONE

LIFT

TO B

UILD

ING

BRE

SIDE

NTIA

L

LIFT TO BUILDING ARESIDENTIAL

26° 04' 50"

44.200

206° 04' 50" 39.065

116° 10' 50"

74·630

38·430

288° 36' 20"

206° 04' 50" 30.480

296°04' 50" 6.095



45

1

2

3

4

5

1234567

8

9

10

11

12

13

14

15

78

910

1112

1314

1516

1718

1920

21

1

2

3

4

5

42 43 44

1 2 3 4 5

11 12 13

12

25262728293031323334

18

353637

20 21 22 23 2414 15 16 17 18 19

38 39 40 41

12345678910

RAMP 1:8RAMP 1:4RAMP 1:8

RL 8,300

RL 8,550

RL 9,050

RL 9,300

RAMP 1:8 RAMP 1:4 RAMP 1:8

RL 6,

300

RL 6,

550

RL 8,

050

RL 8,

300

PUMP OUT TANK

PIPE FROM ABOVE

BASEMENT LEVEL

RISING MAIN

PIT B1

450 x 450

S.L.

I.L.

6.25

5.75

PIT B2

450 x 450

S.L.

I.L.

6.25

5.65

PIT B3

450 x 450

S.L.

I.L.

6.25

5.50

PIT B4

450 x 450

S.L.

I.L.

6.25

5.75

PIT B5

450 x 450

S.L.

I.L.

6.25

5.75

PIT B6

450 x 450

S.L.

I.L.

6.25

5.65

PIT B7

450 x 450

S.L.

I.L.

6.25

5.55

PIT B8

450 x 450

S.L.

I.L.

6.25

5.40

PUMP OUT TANK

AREA: 12 m²

AVERAGE DEPTH: 1.25 m

VOLUME STORED: 15.0 m³

PIT BB

900 x 900

S.L.

I.L.

6.25

4.75

PIT BA

900 x 900

S.L.

I.L.

6.25

4.70

X

RL 6.30

X

RL 6.30

X

RL 6.30

X

RL 6.30

X

RL 6.30

X

RL 6.30

X

RL 6.30

X

RL 6.30

AGG PIPE

AGG PIPE

AGG PIPE

Ø100 UPVC @ 1% MIN. Ø100 UPVC @ 1% M

IN.

Ø100 UPVC @ 1% MIN.

Ø100 UPVC @ 1% MIN.Ø100 UPVC @ 1% M

IN.


P

R

E

S

S

U

R

E

P

I

P

E



DP

DP

DP

PIPE FROM ABOVE

BASEMENT LEVEL

PIPE FROM ABOVE

BASEMENT LEVEL

PIPE FROM ABOVE

BASEMENT LEVEL

Ø

1

0

0

U

P

V

C

@

1

%

M

I

N

.

Ø

1

0

0

U

P

V

C

@

1

%

M

I

N

.

Ø

1

0

0

U

P

V

C

150 x 100 mm SPOON DRAIN

150 x 100 m

m SPO

ON

D

RAIN


150 x 100 m

m SPO

ON

D

RAIN

IP

Ø90

Ø90

Ø90

Ø90

Ø90

IP

IP

IP

IP

150 x 100 m

m SPO

ON

D

RAIN

150 x 100 m

m SPO

ON

D

RAIN


X

RL

8

.3

0

X

RL

8.3

0

X

RL

8.3

0





PIT B9

450 x 450

S.L.

I.L.

8.25

7.85

PIT B10

450 x 450

S.L.

I.L.

8.25

7.75

PIT B11

450 x 450

S.L.

I.L.

8.25

7.65

PIT B12

450 x 450

S.L.

I.L.

8.25

7.85

DP

Ø90

Ø90

Ø90

Ø90

PIT WITH

STORMWATER360

ENVIROPOD

Ø

1

0

0

U

P

V

C

IPIP

11,5

00

10,300 9,300

9,30010,300

11,500

11,5

00

11,5

0011

,500

11,5

0011

,500

11,500

11,500

BASEMENT 1

LOADING ZONE

DOW

N TO

BAS

EMEN

T 2

SHAREDZONE

LIFT TO BUILDING ARESIDENTIAL

SHAREDZONE

SHAREDZONE

GARAGE DOORENTRY TO BASEMENT

emergency stormwater overflow to street



8

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17 1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

6

7

8

9

10

11

12

13

14

15

67

8

9 10

11

12

13

14

15

6

7

8

9

10

11

12

13

14

15

1 2 3 4 5 6 7

8

9

10

11

12

13

14

15

7654321

35 34 33

323130292827262524

1011

1213

40 39 38 37

RE

SID

EN

TIA

L E

NT

RY

22 21 20 19 18 17 16 15 14

1

2

3

4

5

RESIDENTIAL STORAGE

OSD

WA

ST

E S

TO

RA

GE

/C

OL

LE

CT

IO

N

BLCY

BULKY STORAGE

BLCY

LIF

T L

OB

BY

BLCY

BLCY

BLCY

RAMP

6.25

%

RAMP 11.25 %

RAMP 11.25 %RAMP 11.25 % RAMP 5.00 %

RL 9,073

RL 9,511

RL 9,84

8

RL 10,220

RL 11,175

RL 11,525

RAMP 1:8RAMP 1:4RAMP 1:8

RL 9,300

RL 9,550

RL 10,050

RL 10,300

RAMP 1:8 RAMP 1:4 RAMP 1:8

RL 6,

300

RL 6,

550

RL 8,

050

RL 8,

300

26° 04' 50"

206° 04' 50" 39.065

74·630

38·430

288° 36' 20"

30.480

296°04' 50" 6.095

150 WIDE 70 DEPTH SPOON DRAIN

CONCRETE PILING

BLUE METAL

AGG. LINE

SLAB ON GROUND

SUBSOIL DRAINAGE DETAIL

1:20

100 DIA INSPECTION

RISE FOR EVERY 10m

MAX


1:100 @ A1




FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO

DRAINAGE LINES TO BUILDER'S DETAIL, TYPICAL MINIMUM

EFFECTIVE EAVES GUTTER SIZE = 6700 mm²


THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN

USED:

DP = Ø150, UNO.










S

DP

RL 6.20

9,300

LOADING ZONE

GARAGE DOORENTRY TO

WASTE STORAGE

200 WIDE

GRATED DRAIN

S.L. 9.30

I.L. 9.10

RWO

RWO

RWORWO

RWO

RWO

RWO

RWO

RWO

DP

DP

DP

DP

Ø100 PVC

Ø100 PVC

Ø

1

0

0

P

V

C

Ø

1

0

0

P

V

C

Ø

1

0

0

P

V

C

Ø100 PVC

Ø100 PVC

Ø100 PVC

Ø100 PVC

PIPE TO LOWER

BASEMENT LEVEL

PIPE TO LOWER

BASEMENT LEVEL

PIPE TO LOWER

BASEMENT LEVEL

X

RL 10.30

X

RL 10.30

X

RL 9.30

X

RL 10.30

X

RL 10.30

X

RL 1

0.3

0

RWO1

300 x 300

S.L.

I.L.

10.25

9.95

RWO2

300 x 300

S.L.

I.L.

10.25

9.85

RWO8

300 x 300

S.L.

I.L.

9.25

8.95

RWO9

300 x 300

S.L.

I.L.

9.25

8.85

RWO3

300 x 300

S.L.

I.L.

10.25

9.95

RWO4

300 x 300

S.L.

I.L.

10.25

9.85

RWO5

300 x 300

S.L.

I.L.

10.25

9.95

RWO7

300 x 300

S.L.

I.L.

10.25

9.85

RWO6

300 x 300

S.L.

I.L.

10.25

9.95

X

RL

9.3

0

PIPE TO LOWER

BASEMENT LEVEL

X

RL 10.30

Ø100 PVC

RWO10

300 x 300

S.L.

I.L.

9.25

8.95

RWO

GARBAGE BINS AREA

NOT TO BE DRAINED

TO STOWMWATER

DRAINAGE SYSTEM. TO

BE CONNECTED TO

SEWER BY OTHER

OSD TANK

BELOW

X

IL 11.53

X

XIL 11.53

IL 11.50


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134




SW03

CONCEPT PLAN ONLY

13.73

1

3

.

6

1

1

3

.

7

9

T

K

1

3

.

5

9

1

3

.

7

1

1

3

.

7

3

1

3

.

5

5

1

3

.

6

0

3

.

5

2

1

3

.

5

5

1

3

.

5

9

1

3

.

5

9

1

3

.

5

3

1

3

.

5

0

L

I

P

1

3

.

6

1

.

6

3

1

3

.

7

5

T

K

1

3

.

7

4

T

K

1

3

.

7

1

T

K

1

3

.

6

5

T

K

1

3

.

7

2

K

1

4

.

4

6

1

1

.

5

7

2

.

1

1

1

2

.

0

5

1

4

.

5

2

.

7

6

1

3

.

8

1

1

3

.

6

9

1

3

.

6

4

1

3

.

6

2

1

3

.

6

5

7

1

3

.

6

3

1

3

.

6

0

T

K

3

.

8

3

T

K

1

3

.

8

1

T

K

TW 13.73

TW 13.73

Telstra

Law

n

Law

n

Law

n

Footpath

C

oncrete

V

ehicle

C

rossing

C

oncrete

LO

FT

US

L

AN

E

1

2

.5

1

3

.

5

B

rick W

all

1

1

.

5

1

1

1

.

5

2

1

1

.

4

5

1

1

.

4

2

1

1

.

5

3

1

1

.

5

8

1

1

.

6

0

1

1

.

6

9

1

1

.

7

5

1

1

.

7

1

1

1

.

6

5

1

1

.

6

2

1

1

.

5

8

1

1

.

5

6

1

1

.

5

9

1

1

.

6

6

1

1

.

6

9

1

1

.

7

5

1

1

.

4

8

1

1

.

5

3

1

1

.

6

2

1

1

1

1

.

6

4

1

1

.

5

7

L

I

P

L

I

P

L

I

P

L

I

P

L

I

P

L

I

P

L

I

P

T

K

T

K

T

K

T

K

T

K

T

K

T

K

T

K

T

K

T

K

11.54 Grate

10.76 Invert

Co

ncre

te

R

oll K

erb

&

G

utte

r

Co

ncre

te

R

oll K

erb

&

G

utte

r

87 (AHD)

M 96759

1

6

.

0

2

2

3

.

3

9

1

3

.

8

8

TW 23.39

Balcony

RL 16.46

RL 19.36

1

2

.

2

1

1

.

6

8

1

2

.

4

7

1

3

.

8

8

1

3

.

5

4

1

3

.

2

4

1

2

.

9

3

1

2

.

6

5

12.45

1

2

.

5

7

1

2

.

5

7

1

2

.

8

5

1

3

.

1

7

1

3

.

4

7

1

3

.

7

9

T

K

T

K

T

K

T

K

T

K

L

I

P

L

I

P

L

I

P

L

I

P

L

I

P

T

K

Power Pole +

Electric Light Pole

Vehicle

Crossing

RL 16.46

RL 19.36

12.29 Grate

11.71 Invert

Concrete Roll Kerb & Gutter

1

3

13

13,500

13,500

14,500

13,500

13,500

13,500

13,500

13,500

13,500

COMMUNAL

OPEN SPACE

4.9M

ROAD

WID

ENIN

G4.9

M RO

AD W

IDEN

ING

4.9M

ROAD

WID

ENIN

G

ACCESSHATCH TO

OSD

Y

DP 446141

288° 30' 20" 10·515

1

1

.

0

8

1

4

.

1

0

1

1

.

6

5

1

1

.

6

3

RL 13,963

RL 14,412

5

1

1

.

7

2


1

1

.5

12.5

1

2DEEP SOIL ZONE 177 m2

7

11

5

7

RL 13,660

RL 13,811

RAMP 2.50 %RAMP

2.50

%

RL 13,661

RL 13,510

RAMP

2.50

% RAMP 2.50 %

RL 14,113

RL 13,962

RAMP

2.50

%

RL 13,812 RL 14,048

RL 14,136

RAMP 2.50 %

RL 14,232

RL 14,143

RL 14,231

RL 14,325RL 14,320

RAMP 2.50 %

3

RAMP

2.50

%21 4

RL 14,413

RL 14,500

RAMP

2.50

%

AC

CE

SS

T

O C

OS

6

8

9

16

15

10

14

12

17

13

6

7

8

10

11

13

15

17

4

3

8

1

2

5

7

10

6

11

12

9

14

13

16

15

17

14

2

3

1

4

16

12

9

3

AC

CE

SS

T

O C

OS

6

8

9

13

14

10

11

12

15

RE

SID

EN

TIA

L E

NT

RY

BLCY

RAMP 11.25 %

RE

SID

EN

TIA

L E

NT

RY

4

VE

HIC

UL

AR

A

CC

ES

S

AC

CE

SS

T

O C

OS

2 15

6

14

10

11

7

8

12

9

13

15

BREEZEWAY

CO

RR

ID

OR

BREEZEWAY

CO

RR

ID

OR

BLCY

CO

RR

ID

OR

BLCY

POS

BLCY

POS

POS

POS

POS

BLCY

BLCY

POS

POS

POS

RAMP 5.00 %RAMP 11.25 %

RAMP 11.25 %

RAMP

6.25

%

RL 11,525

RL 9,84

8

RL 11,175

RL 9,511

RL 10,220

RL 9,073

26° 04' 50"

44.200

206° 04' 50" 39.065

116° 10' 50"

74·630

38·430

288° 36' 20"

206° 04' 50" 30.480

296°04' 50" 6.095


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134




1:100 @ A1




FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²


THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150, UNO.










S

DP


SW04

RL 6.20

CONCEPT PLAN ONLY

RWO

RWO

RWO

RWO

RWO

Ø375 RCP CLASS 4 (RRJ)

EXISTIN

G STO

RM

WATER PIPE

OSD TANK

BELOW

PIT A

900 x 900

S.L.

I.L.

14.50

11.55

Ø

2

2

5

U

P

V

C

A

R

E

A

L

PROPOSED

KERB INLET PIT

R.L.

I.L.

1.2 M LINTEL

PROPOSED

KERB INLET PIT

R.L.

I.L.

11.35

10.65

1.2 M LINTEL

KIP 2

KIP 1

CONSTRUCT A NEW

KERB INLET PIT

1.2m LINTEL . INVERT AND

SURFACE LEVELS TO BE

CONFIRMED PRIOR CC

S.L. = 11.35 (ASSUMED)

I.L. = 10.65 (ASSUMED)

CONSTRUCT A NEW

KERB INLET PIT

1.2m LINTEL TO COUNCIL

STANDARD.

S.L. = 11.35

I.L. = 10.75

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

EXISTING STORMWATER PIPE

FILTER

CHAMBER

DRIVEWAY AREA

TO BASEMENT

PUMP OUT TANK

A = 57.2 m

2

OSD (TANK)

AREA: 22.0 m²

AVERAGE DEPTH: 1850 mm

VOLUME STORED: 40.70 m³

Ø150 PVC AREALØ225 PVC AREAL

Ø225 PVC AREAL

Ø100 PVC AREAL

Ø100 PVC AREAL

Ø100 PVC AREAL

Ø100 PVC

Ø

1

0

0

P

V

C

A

R

E

A

L

Ø

1

0

0

P

V

C

A

R

E

A

L

Ø

1

0

0

P

V

C

A

R

E

A

L

Ø

1

0

0

PV

C

A

R

E

A

L

Ø100 PVC AREAL

Ø100 PVC AREAL

Ø

1

0

0

P

V

C

Ø100 PVC AREAL

Ø

1

0

0

P

V

C

A

R

E

A

L

Ø

1

0

0

P

V

C

A

R

E

A

L

Ø100 PVC AREAL

PIT P1

600 x 600

S.L.

I.L.

11.90

11.40

PIT P2

600 x 600

S.L.

I.L.

11.95

11.40

PIT P3

600 x 600

S.L.

I.L.

11.90

11.30

PIT P4

600 x 600

S.L.

I.L.

13.50

13.15

PIT P5

600 x 600

S.L.

I.L.

13.50

13.15

PIT P6

600 x 600

S.L.

I.L.

13.50

13.15

Ø

2

2

5

P

V

C

A

R

E

A

L

100 WIDE

GRATED DRAIN

S.L. 13.50

I.L. 13.40

100 WIDE

GRATED DRAIN

S.L. 13.50

I.L. 13.40

Ø100 PVC AREAL

Ø

1

0

0

P

V

C

APPROXIMATE LOCATION

OF THE EXISTING

STORMWATER PIT. LEVELS

AND LOCATION T BE

CONFIRMED PRIOR CC

Ø100 OUTLET PIPE TO

DISCHARGE TO THE

EXISTING STORMWATER

PIT.

SL = 11.54

IL = 10.76

Ø100 OUTLET PIPE TO BE

STRAPPED TO THE

UNDERSIDE OF LOWER

GROUND SLAB OR WALL

X

IL 11.53

X

XIL 11.53 IL 11.50

DCP

900 x 900

S.L.

C.L.

I.L.

14.50

11.35

11.235

FLASHING LIGHT

AND SIREN FOR

BASEMENT PUMP

FAILURE.

600 mm W x 200 D

OVERFLOW SLOT

IL = 13.40

EMERGENCY OVERFLOW PATH

INDICATIVE LOCATION OF

THE NEW KERB AND

GUTTER TO BE DESIGNED IN

ACCORDANCE WITH

COUNCIL STANDARDS.

Ø150 STORMWATER PIPE

TO BE STRAPPED TO THE

UNDERSIDE OF GROUND

SLAB

ACCESS

GRATE

XRL 11.50

XRL 11.45

TWL = RL 13.40

PIT WITH

STORMWATER360

ENVIROPOD

PIT WITH

STORMWATER360

ENVIROPOD

STORMWATER 360 FILTER

CHAMBER REFER TO DETAILS

ACCESS

COVER

PLATE

ACCESS

COVER PLATE

11.35

10.75

10000L

RAINWATER

TANK

10000L INGROUND

RAINWATER TANK

(3500Lx2780Wx950H mm)

TO COUNCIL

REQUIREMENTS &

RECOMMENDATION.

CONNECT ONLY THE ROOF

DRAINAGE PIPES

Ø

1

0

0

P

V

C

A

R

E

A

L

RISING MAIN

FROM BASEMENT 2

P

R

E

S

S

U

R

E

P

I

P

E

A

R

E

A

L


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134



LEVEL 8 DRAINAGE PLAN

SW05

LEVEL 8 DRAINAGE PLAN

1:100 @ A1




FIRST FLUSH RAINWATER DEVICES TO BE FITTED TO DRAINAGE LINES

TO BUILDER'S DETAIL, TYPICAL MINIMUM EFFECTIVE EAVES GUTTER

SIZE = 6700 mm²


THE FOLLOWING SYMBOLS & ABBREVIATIONS HAVE BEEN USED:

DP = Ø150, UNO.










S

DP

RL 6.20

T

N

V

i

d

e

D

u

n

l

o

p

T

h

o

r

p

e

S

u

r

v

e

y

1

8

1

2

4

_

1

4

1

2

0

1

4.9M

ROAD

WID

ENIN

G4.9

M RO

AD W

IDEN

ING

4.9M

ROAD

WID

ENIN

G

26° 04' 50"

44.200

206° 04' 50" 39.065

116° 10' 50"

74·630

38·430

288° 36' 20"

206° 04' 50" 30.480

296°04' 50" 6.095

1

2

3

4

5

6 7 8 9 10

11

12

13

14

15

12345

6

7

8

9

10

11

12

13

14

15

12345

6

7

8

9

10

11

12

13

14

15

67

8

9

10

11

12

13

14

15

12345

COMMON OPEN SPACE

CONCEPT PLAN ONLY

RWO

RWO

RWO

RWO

RWO

O/F

O/F

O/F

O/F

O/F


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134



SW06

CONCEPT PLAN ONLY

STORMWATER SECTION DETAILS

OSD

TANK

BELOW GROUND TANK - STORMWATER SECTION AT OUTLET

NTS

TANK TO THE NON-RETURN FLAP VALVE.

WITHIN THE BASE OF THE TANK THAT

TO THE V-CHANNEL.

CREATE A V-TYPE CHANNEL SECTION

GRADES FROM THE TOP END OF THE

THE BASE OF THE TANK TO GRADE

I.L RL 11.53

INLET PIPES

MAX WATER LEVEL R.L 13.40

MIN 1% FALL

RH3030 WITH HANDLE

REMOVABLE TRIANGULAR

LYSAGHT MAXIMESH TYPE

SCREEN HOT DIPPED GALV.

150 DIA NON-RETURN

PVC FLAP VALVE

AT 300 CTS IN ACCORDANCE WITH

POINTS OF THE TANK.

THE AUST STANDARDS AT ALL ACCESS

C.L RL 11.35

I.L RL 11.237

DISCHARGE LINE

225 DIA PVC PIPE

PROVIDE GALVANISED STEP IRONS

DCP

1200x900 HINGED HEAVY DUTY

CHILD PROOF GALVANISED MILD

STEEL GRATE AND FRAME WITH J-LOCKS.

S.L.14.50

3mm S.S ORIFICE PLATE

MACHINED ORIFICE.

PIT WALL WITH SELECTED DIA.

EPOXY & DYNABOLTED TO

I.L RL 11.50

I.L RL 11.05

WEIR R.L 13.10

STRUCTURAL SLABS AND WALLS

TO STRUCTURAL ENGINEER'S SEPC.'S

GRATE R.L. 14.50

PIT A

UNDERSIDE OF SLAB R.L 14.00

600 mm W x 200 D

OVERFLOW SLOT

IL = 13.40

S.L.14.50

LOFTUS LANE

NEW KERB INLET PIT IN

ACCORDANCE WITH COUNCIL

STANDARDS.

PROPOSED KERB

LEVEL RL 11.50

NEW PROPERTY

BOUNDARY

NEW FOOTPATH AND

GRASS VERGE TO

FUTURE DESIGN

PROPOSED Ø375 RCP CLASS 4

RRJ TO NEW KERB INLET PIT

BASEMENT LEVEL 1

GROUND FLOOR LEVEL

OSD TANK

BELOW

X

IL 11.53

X

XIL 11.53 IL 11.50

NTS

PUMP OUT TANK

PUMP OUT TANK PLAN

1:50

NON-RETURN

FLAP VALVE

RL 6.25

PUMP OUT TANK

AVERAGE HEIGHT = 1.25 m

WIDTH = 4.00m

LENGTH = 3.00m

VOLUME PROVIDED = 15.00m³

1% FALL MIN.

GRUNDFOS

GRUNDFOS

START

STOP

SUBSOIL DRAINAGE PUMPOUT PIT

900 SQ. HEAVY DUTY

ACCESS GRATE

PROVIDE

GALVANISED

IRON STEPS

@300c/c

900 SQ. HEAVY DUTY

ACCESS GRATE

HIGH

LEVEL

CONNECT TO STORMWATER

SYSTEM 100 DIA. AGG DRAIN

WITH GEO-SOCK

PROVIDE GALVANISED

IRON STEPS @300c/c

RL = 6.25

RL 7.75

RL 4.70

STEP IRONS FOR DRAINAGE PITS

NOTE:

1. FIRST RUNG 150mm DOWN FROM TOP,

THEN SPACED AT 300 CENTRES.

2. STEP IRON MATERIAL, 20m DIAMETER

MILD STEEL, HEAVY GALVANISED.

FACE OF WALL

STEP IRONS FOR

DRAINAGE PITS 1:100

DIMENSIONAL DATA

123

148100

75

N.B.

49 220

B

48

C

220

100

D

100

MALE LINE ADAPTER (BY OTHERS)

TYPICAL 100 SQ. PLANTER BOX DRAIN

1:5

SPECIFICATION CODE:

C100/90 A 100mm SIDE OUTLET

A

WEEP HOLES x 3

PLACES

INSPECTION

OPENING

SLOTTED PVC BY

OTHERS

OSD SIGN

THIS IS AN

ON-SITE STORMWATER

DETENTION SYSTEM

REQUIRED BY YOUR LOCAL COUNCIL

IT IS AN OFFENCE TO REDUCE THE VOLUME OF THE

TANK OR BASIN OR TO INTERFERE WITH THE

ORIFICE PLATE THAT CONTROLS THE OUTFLOW

THE BASE OF THE OUTLET CONTROL PIT AND THE

DEBRIS SCREEN MUST BE CLEANED OF DEBRIS AND

SEDIMENT ON A REGULAR BASIS BY THE OWNER

THIS PLATE MUST NOT BE REMOVED

SPS

HEIGHT

ADJUSTMENT:

MIN. 28

MAX. 105

C 100 A

CI LOWER BODY

TILING/PAVING/TOPPING

MEMBRANE

TYPICAL APPLICATION

TYPICAL Ø150 FLOOR DRAIN (FD) INLET IN SUSPENDED SLAB

1:5

SPECIFICATION CODE:

50

50

50

KEYWAY

DETAIL

50 CLEAR OF JOINT

STOP REINFORCEMENT

30

KEY JOINT-K.J.

BOND BREAKER TAPE

& APPROVED SEALANT

50

REINFORCEMENT TO

STRUCTURAL

ENGINEER'S DETAILS

LIGHT DUTY ACCESS GRATE

WITH CHILD PROOF "J" BOLT

OR APPROVED EQUIVALENT.

REFER TO PLAN FOR PIT SIZE.

CONTRACTOR TO EXCAVATE

& BACKFILL PIT AS PER

PIPE LAYING SPECIFICATION

'B' x 'D'

CONCRETE BENCHING/SHAPING

TO BASE OF ALL PITS

TYPICAL SURFACE INLET PIT

DETAIL 1:100

TYPICAL FOR ALL PITS IN NON TRAFFIC AREAS.

HANDLE

RH3030 MAXIMESH SCREEN, LONG AXIS OF THE

OVAL SHAPED HOLES SHOULD BE PLACED

HORIZONTAL, WITH THE PROTRUDING LIP OF EACH

HOLE FACING DOWNWARDS AND UPSTREAM

BRACKET ON

PIT WALL

OUTLET PIPE

BEHIND

3.0mm STAINLESS STEEL

ORIFICE PLATE

CIRCULAR HOLE TO SPECIFIED

DIAMETER WITH SHARP EDGES

MACHINED TO 0.5mm ACCURACY

STANDARD TRASH

SCREEN NTS

ORIFICE PLATE

DETAIL 1:20


DRAWING NO.

SCALES

DRAWING TITLE

AS SHOWN

A6611 -

APPROVED

DESIGNED DRAFTED

ZK

JM

REVISION

SY


B

PROJECT







CLIENT



Phone: (02) 9745 5202

Fax: (02) 8004 7461



Burwood NSW 2134



MUSIC MODELING & CATCHMENT PLAN

SW07

CONCEPT PLAN ONLY

ROAD AREA = 79.52 m

2

ROOF AREA = 1509.1 m

2

PERVIOUS AREA = 531.55 m

2

IMPERVIOUS AREA = 628.29 m

2

TOTAL SITE AREA = 2933.18 m

2

THE ROAD WIDENING AREA IS NOT COUNTED

STORMFILTER

CARTRIDGE DETAIL

STORMFILTER CHAMBER SECTION

1:50

STORMFILTER DESIGN TABLE

CARTRIDGE HEIGHT

TREATMENT BY MEDIA SURFACE AREA L/S/m2

CARTRIDGE FLOW RATE

SYSTEM HYDRAULIC DROP (H - REQ'D. MIN.)

(L/s)

SIZETHE 3.2 x 1.8m STORMFILTER TREATMENT CAPACITY VARIES BY NUMBER OF FILTER CARTRIDGES INSTALLED AND BY

REGION SPECIFIC INTERNAL FLOW CONTROLS.

THE STANDARD CONFIGURATION IS SHOWN. ACTUAL CONFIGURATION OF THE SPECIFIED STRUCTURE(S) PER CIVIL ENGINEER

WILL BE SHOWN ON SUBMITTAL DRAWING(S).

ALL PARTS PROVIDED AND INTERNAL ASSEMBLY BY STORMWATER360 UNLESS OTHERWISE NOTED.

690 460 310

930 700 550

1.4

1.42

0.7 1.4 0.7 1.4

0.71 0.95 0.47 0.63 0.32

GENERAL NOTES

1. INLET AND OUTLET PIPING SHALL BE SPECIFIED BY SITE CIVIL ENGINEER (SEE PLANS) AND PROVIDED BY CONTRACTOR.

STORMFILTER IS PROVIDED WITH OPENINGS AT INLET AND OUTLET LOCATIONS.

2. IF THE PEAK FLOW RATE, AS DETERMINED BY THE SITE CIVIL ENGINEER, EXCEEDS THE PEAK HYDRAULIC CAPACITY OF THE

PRODUCT, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. PLEASE CONTACT STORMWATER360 FOR OPTIONS.

3. THE FILTER CARTRIDGE(S) ARE SIPHON-ACTUATED AND SELF-CLEANING. THE STANDARD DETAIL DRAWING SHOWS THE

MAXIMUM NUMBER OF CARTRIDGES. THE ACTUAL NUMBER SHALL BE SPECIFIED BY THE SITE CIVIL ENGINEER ON SITE

PLANS OR IN DATA TABLE BELOW. CONCRETE STRUCTURE TO BE PROVIDED BY OTHERS.

4. SEE STORMFILTER DESIGN TABLE FOR REQUIRED HYDRAULIC DROP. FOR SHALLOW, LOW DROP OR SPECIAL DESIGN

CONSTRAINTS, CONTACT STORMWATER360 FOR DESIGN OPTIONS.

5. ALL WATER QUALITY PRODUCTS REQUIRE PERIODIC MAINTENANCE AS OUTLINED IN THE O&M GUIDELINES. PROVIDE

MINIMUM CLEARANCE FOR MAINTENANCE ACCESS.

6. STRUCTURE AND ACCESS COVERS DESIGNED BY OTHERS. ACCESS COVERS TO BE A MINIMUM 900X900 ABOVE CARTRIDGES.

7. THE STRUCTURE THICKNESSES SHOWN ARE FOR REPRESENTATIONAL PURPOSES AND VARY REGIONALLY.

8. ANY BACKFILL DEPTH, SUB-BASE, AND OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND

SHALL BE SPECIFIED BY SITE CIVIL ENGINEER.

9. CARTRIDGE HEIGHT AND ASSOCIATED DESIGN PARAMETERS PER STORMFILTER DESIGN TABLE.

10. STORMFILTER BY STORMWATER360: SYDNEY (AU) PHONE: 1300 354 722 www.stormwater360.com.au

900x900 COVER PLATE OVER

TOP OF STORMFILTER FITOUT

CARTRIDGE BAY

WEIR WALL

RL = 13.04

Ø100mm VOID TO BE LEFT IN

WALL FOR UNDERDRAIN

INSTALLATION

150mm DEEP VOID FOR

STORMFILTER FITOUT

STORMFILTER CHAMBER PLAN

1:50

OUTLET TO

OSD

DISCHARGE

CHAMBER

UNDERDRAIN AND FALSE

FLOOR INSTALLED BY

STORMWATER360

STORMFILTER WALL CAST

IN-SITU (BY THE BUILDER)

4500 x 2100 x 150mm DEEP

VOID FOR STORMFILTER

FITOUT



CARTRIDGE BAY



CARTRIDGE BAY

INLETT

OUTLET TO

OSD

STORMFILTER CARTRIDGE

FILTERATION UNIT

FALSE FLOOR

PRECAST PIT BASE

IL = RL 12.10

RL 13.03

RL 13.50

RL 13.50

INLETT

INLETT

MUSIC MODEL CATCHMENT PLAN

1:200

690 PSORB FILTER

Documents

LINK URBAN - Strathfield Council · shop 8-11 320 liverpool road enfield nsw 2136 client copyright this drawing remains the property of alpha engineering & development ... earthworks